摘要
深基坑工程优化设计应在方案设计时选择最优支护体系,考虑新技术、新方法角度。施工阶段的动态优化设计应依据现场实验结果,结合现场变化,并根据信息化施工进行优化。某工程建筑面积约85万m^2,支护体系采用多种方式,通过在施工前、施工中进行优化设计,造价得到节约,进度得到加快。
Optimal supporting system shall be selected and new techniques and methods shall be taken into consideration during optimization of deep foundation pit design. Dynamic optimization design during construction shall be based on the result of field experiment, site conditions and informationbased construction. A project covers a building area of about 850000m^2 and multiple supporting systems were used. Optimization design was carried out before and during construction to successfully save the construction cost and accelerate the construction speed. struction of reference.
出处
《建筑技术》
北大核心
2016年第9期788-790,共3页
Architecture Technology
关键词
深基坑
优化设计技术
动态优化
deep foundation pit
optimization design
dynamic optimization
